## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 74

Next , the design response spectra are obtained by applying a

1000 - year spectra , as shown in Table 6. The

dependent on the platform Exposure Category , should lead to a design that is ...

Next , the design response spectra are obtained by applying a

**scale**factor on the1000 - year spectra , as shown in Table 6. The

**scale**factors in Table 6 , which aredependent on the platform Exposure Category , should lead to a design that is ...

Page 75

As Table 7 shows , the range of

L3 platforms is 0.67-0.96 . For L2 platforms , the range of

1.20 , i.e. , this is the range of Factor 2 in Table 7 since the target probability is ...

As Table 7 shows , the range of

**scale**factors ( Factor 1 x Factor 2 ) calculated forL3 platforms is 0.67-0.96 . For L2 platforms , the range of

**scale**factors is 1.10-1.20 , i.e. , this is the range of Factor 2 in Table 7 since the target probability is ...

Page 370

This requirement means to assign single failure probability irrespective to the

assigned irrespective to the of the

probability ...

This requirement means to assign single failure probability irrespective to the

**scale**and size of structure . In this case acceptable , a failure probability isassigned irrespective to the of the

**scale**of a structure . The notion that " failureprobability ...

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